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i <br /> ISECTION 02528 ISSUE A <br /> CONCRETE CURBS 25 JUNE 84 <br /> + DRT I <br /> � PARTI - GENERAL <br /> � I.01 DESCRIPTION <br /> � <br /> A. RELATED WORK SPECIFIED ELSEWHERE <br /> f I. Earthwork, Section 02200 <br /> 2. Asphaltic Concrete Paving, Section 02513 <br /> I B. DESCRIPTION OF WORK <br /> The Work shall consist of consirucTing The concrete curb and gutter as <br /> Ispecified on The plans. <br /> 1.02 QUALITY ASSURANCE <br /> JA. STANQARDS <br /> � The "Standard SpecificaTions for Alunicipal Public Works Consiruction" <br /> � published by ihe Washington State Chapter, American Public Works <br /> � Association, (APWq) 1977 Edition, shall apply unless modifie� herein. <br /> IPART 2 - MATERIALS <br /> � 2.01 PORTLAND CEMENT CONCRETE <br /> A. Portland Cement Concrete for all concreTe work shall be Class 5 (I-I/2) <br /> confurming to Section 37 of the APWA Standard Specifications. <br /> PART 3 - EXECUTION <br /> 3.01 CURB AND GUTTER <br /> i A. Construction of Cement ConcreTe curb and gutier, Type A-I, shall conform <br /> to Section 43-3 of ihe APWA Standard Specifications. <br /> � B. Joints shall be dummy joints at a maximum spacing uf fifteen (15) feet with <br /> expansion joints at beginniny of curves, curb reTurns and drive�Nays. <br /> C. The sub-base for curb and gutter seciions shall be compacted to a relative <br /> compaction of noT less ihan ninety-five percent (95�) as deTermined by test <br /> method AASHO T-180 C before placing ihe curb and gutter. <br /> 02528-I <br /> 8301 � <br />